FIELD: underground construction. SUBSTANCE: tunneling shield has a body with hermetic partition separating high-pressure face zone from zone with atmospheric pressure; shield hydraulic jacks; excavating member having turning jib provided with hydraulic cylinder for jib turning relative to transverse axis of shield and bucket member located at jib end; and rotary overloader. Located over perimeter of dome part of hermetic partition are aperture accommodating additional bucket members, each movably connected with hydraulic cylinder of its axial motion and hydraulic cylinder of its turning. Said hydraulic cylinders are located in airtight hollow members found in aperture over perimeter of dome part of hermetic partition. Hydraulic cylinders of bucket members over perimeter of dome part of hermetic partition and hydraulic cylinder of excavating member with hydraulic service lines are located in zone of atmospheric pressure. EFFECT: higher productivity and efficiency of tunneling under various mining and geological conditions. 2 cl, 4 dwg
Title | Year | Author | Number |
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Authors
Dates
2001-04-27—Published
1999-11-04—Filed